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HomeMy WebLinkAbout31201 AUTO CENTER DRIVER_ 04-00001219 , t 1GCXYlw!Jcr 1 4800 l�Uro Yf wnAAa w.wan�. a rrw Z134835550 • s � r l CITY OF LAKE ELSINORE lift 04040" DING DIVISION G.5 Typ. ' e F F HSS5x5x.5 SO) 24 .�. 1 L � U i tg+ L I I .4 I r -� I i 1 I I 7j. /7 6 OS 1 JUL 0 7 200i o � 1 ��•�V�VI pl.O��NWY � � �i110ISE GROUP. LAXE ELSINORE RE ION TO".1 31201 AUTO CENTER DRIVE aR/N ► �Ofl�BI�N GYAls.9 RASMUMEN de ASSOCIATES 04115 p - •�suL�+�+e srtaueTvw.►� cHa�NRswas 248 SOUTH MILLS ROAD 1 — 6�04 SR-9 +w .a � R' k= ass. CftO=b . 0=17 y£ R� CAUFORNtA 93003 ma"mm�-+s an me-w+.e. TSW m...R.o..a.+�. EIVO TIME DEC.IS.. ' 2:5SPm kimT Tim DEC.161 2:5E3pm C. r .� - _ r �� .e..,:5` : a , .�.. �. z t � _a _ �, � � � � ,��, ��� Q �� « act ds.w ,.. _ �` _ ti.�: tal ��,�r,v .� �.: ytk.r��t.�-. �- _ � - ;. .� ", �; n< � i� 4; �-h'_ 4 _ 7 .� 4eC-Da lit:ac 1 'as a iDi» �vrrro n a� ►�.-�u ir,rc� 2134931150 w•4 J T'Bfb' r.Jww'r05 r +ar VIIA 60 l = ' • N 7 6/0 5 t 26 :sm Lm . a � 8 a T Type emeem s,. EouIP. - � � E :s 2-2x8 TYP. r O-K , w1fix, .Y: .�1 ,•' �•11 rim "TWOtSE GROUP, LACE El.StHORE REVISION TO 5-2.3 31201 AUTO -CENTER QRNE .� w &qAAWW ♦ AHNIB'lW 4SW7AlS8 *�0+,swe0N O.w� .A+a..".Tso4w-oew . RASMUSSEN d ASSOCIATES 0 115 "nw swig 11-16-0 4 SR- O � Wo-G.tia. � G �ORN 83003 Tsw RECEIVED TIME DEC,16. 2:sr3pm PRINT TIPS DEC.Is, 2:58PM L .4 } 8 oVYg Z SI• COL•cAp I!Z 3 3 PER 2 � SEG i Tyr. - T5q q % � _ z BEAM GoKH• "IL • C Rif R�� �7 ) OQVkpFESS/p o KA W4.9 Q N0.2150 fn . 12.3 005 CTO' �`4�rF / C Cf Cps\EOP 7/6/0J TM WAVING SHAL AM AM SIF DAL Docabom ONLY TO THE sxrs L srawr.ALLY 39m Ol mm. aRAvVOW&JVMWMNAMCMrEY sfIWTTMF- CONSULTING STRUCTURAL ENGINRRR8 BEAM CONNECTION DETAIL two wM TIM yr,W3 AM'ILB+ 8,CM. MU"M17 (�E�'+:RE#7) TR.QElOI�Ql3)<iN9S0 TA7C(317)!!}d3i0 `"� Rwmussen&Associates M : PROJECT No.: SHRt:f: owns 248 South M RS Road paradise Group,Lake Ebinvr u,M SR-!1 Venhua,California 93003 31201 Auto Center Drive JF 06L,f /SUMP � g j,. pap ;i _r T5 4 F-I�fxyt A 1� �fx� y1f , F _ - Y4¢A57.5'sC C. } CoP7tau 70 ��F.to OQppFESS/O,y ��/�/p, cP 9 2 w No.215 m . 12- •2005 7'A Bath Gomel• �L Or�A1,W �t 7/6/0 5 ( • RFl *7 ) �11F7�!oR,o171At�t,►�s. S�►T1QO A!O O�I3�T DOCWKi7QIi 0lQ.Y 7'0 T}�y I�7EtiT Si�ViCA1J.7�Ql7�Cf1�. CONSULTING STRUCTURAL axotmzRAS BEAM CONNEMON DETAIL IM WUT TMW St..LOS Ate.CALaVIM 9W17 ( T:A:RETELF!l�Pp)� p iAxu)�ssso ��� Rasmussen&Associates PRo7ECT: 04115OJHGT No.: SFIEaT: 248 South Mills Road Paradise Group,Jake Elsmor o ATE SR 12 Ventura,CaUbmia 93003 31201 Auto Centcr Drive JF MAW. l I " I GBO (GYP) y , e�l < c tZ � NO.z,12 7/6/0 5 THIS MAMM WALL ARIEND AND 1• R OF CA SU PPLEMERT ORK wuLL DRAwme, SPECrICATIONs AND CONTRACT DOCUMENTS ONLY TO THE EXTENT SPECFICALLY SHOWN OR NOTED. PROJECT: u 17 RL Rasmussen�Associates L PARADISE GROUP LAKE ELSINOR � 31201 AUTO CUTER DRIVE - - ---- -------- -- --- ------ LAKE ELSINOR MIFORNIA - - - EEP BRANDbF & JV)YA N AMOCIATAS 04115 NO. H Lbbl C0N'uLTINO STRUCTURAL. <N0,N6LR• //r0� ����� ,sso ,r. *+� n» ws ..eccLn. uraa+u soo+s 248 South Mills Road MAPHO : a+n-+a.-mc rAM (2,a)-us-mm venom,Califbraia 93003 CJ I 1 b p Q �`9!v ru►w�a - • 21 12 t- TIC ORAVAM SHALL ADO AND OF CA SUPPLMMW ORKWAAL awwNGIL 6/ 0� SIC�TIONS AIO CONTRACT oow�me oN.Y Tone ocTwrT aEl�iCALLY SHOWN OR NOTlO. nnE SAMBN f& JVHMMM PIOMIIEPWUfEEL5IN0R R ��2 C * DRIVE LAKE ELSINOR CAUFOR NIA - --- - coNout-TnNo STRucTLR^A. tNolNccws 249&m&Milta Au Road /j.�,'�' SRC{3 +«o . "OV W- UW .woa sy. CAOM n 9oo+s Vm Catifo:nia 93003 }oaa& 010-.M-wo .,ue 010-4a1--U.. U • j - - - - - ---'-'->vw.�w,Vsfa«�:.a.aacx•�:�:+•�rr>r.^:�rxcrra'la rbxi�Y+vtao...::rn1.•traY:r7n YrsYs:.:as.r.YiCt.:::..A::�c.o-.".•v C a•��ca,r H�RtZS�fG 11 An to VMS t o _ Gp Tor. ;} y • s:�.. CO) 3 tt� A� Tyr eow r. 2150 LESS 7*w y'oy 5=G' Se2if"o.c. � Tiip�A�iMLLA�AI�I s of c D.�6 d t j, ,sQ/G"p c c pp "�XIMAA41#4 WALL 5CH6004E WE ELS RNlA i ANAN Ole t III ABV Wflt RmcmM&Aa CWM 04115 ceftwanuo wnuc-►u+w. v%amccwc 248$out Milt Road a7R~t4 r ti reo'�oa cry.-wr. no a��o.vs-ja�o veamm Cahfim&93003 's: TS 59 3.9 j¢ 2_�Z 7bP -af. 7DFOOT Z-Z1j/,o - A DU ORMING SM"NAM AM N 3` sUPPLmrrauGKALauMrW% �QIC/►noM.AW CONMW D f-- na..YTOMEXIM11 SMOWr.ALLY SHOMN OR MOM P120l ' � �Rp U INOR TYP sMCrl W ,atoms$ ORID SAWJ a LAKE ELSINORs CALIFORNIA � 83LC MUMXV ! JVHM M AnWIAldd Ream s=a AasMOS L4115 CONSUL"Na *TRUCTUMAU cNalNccmo 2"s«&Mills Road SR-15 low W. "am W- LM "Mum a "w" OMITvC�i,CalifOtII1s 93003r 9 SEE SPLICE � SEE SPLICE 3_#5 BARS SCHED. — SCHED. U.N.O. p o AD 1—#5 BAR U.N.O. p SEPARATE 99 . ' ' DWL. OPTIONAL p WALL ALTERNATE BARS p STEEL EA. SIDE a . 1—#5 BAR ' p U.N.O. .Q r _ cy � o ' o • , WALL a 2—#5 BARS STEEL �p U.N.O. SINGLE LAYER PLAN UBLE LAYER PLAN AAT FOOTINGS REBAR AT CORNERS & INTERSECTIONS 7 IL""'�8, mr�l9LCTti1AZ► �/ f7/ 7 �rE THIS DRAWING WALL AMENDAND OF CA`��Q ♦ D SUPPLEMENT ORIONAL ORAWMWO, aPEClICATOS AND CONTRACT DOCI IMM ONLY TO THE EXTENT SPEMCALLY SHOWN OR NOTED. pp TML. PARADISE ALTO C�EI,TERORIELSINOR M©ol�ied I T,��c. ? VE LAKE ELSINOR CAUFORNIA MAMXF & JANAM V A.SMIAF'FS Ramumm At Assocista 04115 coNcu��Ka sTieueTu cNo�Nct�es 248 South Mille Road SR--l ' �s.o r. � s... � ass. ex,roM«. •oo+� Veatuta,California 93003 Z_I Z—os'' MUKOMAMM ADD LsV 31.t gpo y y A46,909 S C ;4�fp LO <r Al XX 140ar D f l QpoFESSlpa,_ No. 150 .1 -3 005 - ♦ 21ZuMF/V OF $ TWO ORAwm sK4LL AMEND AND DRAWNWA SpEWMAIMM AND CONTRACT DOCU EM ONLY TO TIE EXTENT apffCr1CALLY SHOWN OR NOTED. PROJECT:PARADISE GROUP LAKE ELSINOR 4D2 rp XY46 /ro - beripfcd 5 Ar LAKE 1ELSINOR CAUFORNIA �f/triNC� ROJECT "0 BRAHBOI & JOHMMAI ASSWIArAW Rasmussen&Associates ;4� 41 15 CONSULTING STRUCTURAL ENGINCCRs 248 South Mills Road �p¢•O ���17 1660 M. Titt7tD !T_, l0S A►tGIIEl. CA1t101l►�W pQp t 7 T0.04 1C c:l -44 FAX. ul,)-•lu-UW Ventura,California 93003 r! . n -.moo �d� mall Z4 COL _ vrF Cola PER PLAN j4 © TIES 4—ja VERT. 030.C. Ab GRADE BEAM pm ' •li • IP � 11 �, FOONG occumRs 3 •,. ,11. o • 11 _ df) ` it ,l►. L � ���� SEAM SECTION 1 � QPofESStoq, KAW �Fy No 150 i x . 2-3 -2 716 Q 5 R OF CAl THIS ORAWM SHALL AMM AND t �� SiEC�CATIONiAM CONTRACT / DOCLOMMIS OILY TO THE EXTENT MUSICALLY SHOWN OR►TOTED, PARADISE GROUP LAKE ELSINOR F I E J MDa/Figr� L)er*4,U 31201 AUTO CENTER DRIVEPR ��7 LAKE ELSINOR CAUFORNIA ECT MUNDOW & ,roxMMH ASSWIAM &�i,� 04115' CONSULTINO STRUCTURAL ENOINECRO SR-16 I6W W. r,w" W- LM cif• C"U"w ow 248 South Mills Road v nupmo w p+�y-.s.-.no ►�c u1»-•a3-lwo veatLua,California 93003 PROCEDURE: MINIMUM DEPTH 1. DRILL HOLE OF PROPER DIAMETER OF HOLE AND DEPTH USING A CARBIDE TIPPED (SEE SCHEDULE) DRILL OR CORING BIT. AVOID ANY EXISTING REINFORCING STEEL BY EPDXY ';.. - . e o RELOCATING HOLE SLIGHTLY. GROUT " 2. CLEAN HOLE THOROUGHLY BY VACUUM OR AIR PRESSURE. 3. MAKE SURE THAT HOLE IS DRY AND CLEAN BEFORE GROUTING. 4. PLACE EPDXY GROUT IN HOLE WITH DOWEL �. ��2 1 CAULKING GUN OR SIMILAR EQUIPMENT. STARTING AT BOTTOM, FILL HOLE FACE OF _ APPROX. 2 3 FULL. EXISTING 5. COAT DOWEL WITH SAME EPDXY GROUT CONC. AND INSERT INTO HOLE, FORCING SLOPED HOLE MATERIAL AROUND THE SIDES OF THE WHERE INDICATED BAR AND COMPLETELY FILLING ALL VOIDS. MIN. DIAM. OF HOLE 6. PROVIDE SUPPORT FOR DOWEL BY (SEE SCHEDULE) TYING TO REBAR OR OTHER ELEMENT UNTIL GROUT HAS CURED. 7. EPDXY GROUT SHALL BE "CIA GEL" BY tG66 BAR SIZE MIN. DIAM. MIN. DEPT COVERT OPERATIONS (LARR #25113xl1R48;%) "ET22 EPDXY" BY SIMPSON STRONG TIE #3 51" �LARR #25185) OR APPROVED EQUAL. #4 „ 6j" HIT—HY-150" BY HILTI CORP. (LARK #25257) 8. SPECIAL INSPECTION REQUIRED. Gtcg� .�'iR3� #5 4 7 " #6 1" 10" i OQROFESS/%Q Y A s !FL y Q .2150 m 12- l/6/O.5 r'9U U no Owan UML MEJfa MID OF C �F , »itEF URO MT ORKIN&DRAW90% sPE WR ATIOW MO CONTRACT DOCUIEM ONLY TO TIE Wffgff aPECT IC"Y SHOV10 OR 110TM PROJM: sir tm . PARADISE201 UTO CEl�#TER ORIVE INORp/c.4L crpoy�y � , D�rr��t. LAKE ELSINOR CALIFORNIA BRAMD01 & 1QHMMM ASSWIAMS Rasmussen&Associate 04115 CONSULTING STRUCTLIMAL CNOIN6[Ri 148 South Miffs Road t SR-C9 CT KI& L14" W. routs ST„ UM ANUU , CftWO*hM OMIT ��Ofi�OJ *ate* u,»-•s.-a8o F.� c2In.•"3-MW Veatttra,California 93003 { i - - - - -rip O, u C eAk 5(0r—, .DF— � CaGYiLlr _ - Fire to_ --- - -�- y:f, --------_- OQPofESSJpygl POKAiYgs Fyc, y ?`6/o57 w ` No. 50 w 1 -3 5 r U V ��� THIS DRAWM SHALL MEND AND F OF CAS\F U PPLEIEIR ORIGINAL DRAVONGS' n SP�FICATIONS AND CONTRACT /� KJ SPECM-LLY ONLY SMGWN OR N07ED. PROJECT: SHEET ME: PARADISE GROUP LAKE ELSINOR - Fz-TAiNty& vvA(.i- TwTiNG AT 31201 AUTO CENTER DRIVE �� � - -- -- LAKE ELSINOR CALIFORNIA ECT No. . MUMMY a 1011AMN AB80CIA1'F.� Rasmussen&Associates 041 15 CONSULTING STRUCTURAL CNOINCF.Rs 24$South Mills Road SR-20 1"0 W. 'no" ST.. UM AW.CLC& CAUlOM" 90017 m.woc (s13}-spa-also AX. t:lar.as-ssso Veattua,California 93003 WAS�FIG QIII wve �� Wh (+? Its) +1 - • W16X?6 Wl (124= 0) (+?3=��) (+24-10) _ _ 8 fN57'Abc. 4vC-A/ ffSS 4 * a N ` N . I KA WAS�F2 G, l w No.21 m / O �76X31(StGipf) �' ar6CV=Al Ns ao camucr G 3 oocunmwrs ONLY To M orrm Necaerl"y8momaltNoym PARADISE AUTO CEI�TEL E E1/E INOR PARTIAL HICOH FoO� F�cNa N,� LAKE ELSINOR CALIFORNIA BRANXF & 'VNMMM ASSX'A!'Fd RaSm„w=&wig 04115 y� coNsuL.TiNa sTRUCTNRAL, cwoiNccws 2"&nab Mills Road p SR-2 1"0 W. MM ST_ Los wr ens CAL"*P" 9"17 �• �" `� TnnMOK a,n-•.•-..eo ► alr"4 s-moo Venhm Califomia 93003 GtJQS FC « wi&x 3- t : TM P.-T�P p OQROfESSj0,V KAW4 Fy No. 150 x . 1 -31 05 7 ` f OF CAL THM ORAMW SHALL AW D AND suvaIDNINT OF 0MAL DRAMNNis S�ECSaCATiON=AND CONTRACT DOCINE1fT3 ONLY TO TIE EXTENT S?ecrICALLY SNOYIM OR NOTM C T SKU TM.F- ADISE GROUP LAKE ELSINOR -rTCZ AUTO CUTER DRIVE E ELSINOR CALIFORNIA EC JECT SJUNDOF s .lommsmN ASSWIArgs Rasmussen&Associates 0411.5 CONSULTING STRUCTURAL. C.IVOINCCRs ����L/L is" W. I"" ST.. wm "'CeLm CA WORN" soots 248 South Mills Road G:)C S Ventura,California 93003 rnrr•�oK U�J3-•s.-ago r� �al�-.as-s�so WIRdi4 41 a�� 1 77, -� 6- Air-- ?AzfESSi w No.2 . 12 t- TTONs&M CONTRACT DOCt MUM ONLY TO DG E C"M AiLY OO MN OR MOTH PARADISE GROUP LAKE ELSINOR VC*5t;> GOL OMIV -ON.._C�t�Z! - 31201 AUTO CUTER DRIVE LAKE ELSINORe CALIFORNIA 1 a.5 MUMMY ! JVII MM ASSOCIAMS Rasmumm&Associates 04 ►t ala CONsuLTINC WrMUCTURAL 6NOINCCRi SR-23 ' f 6W M. TKU" ST- ws AP$GCL , e &r0^%M 9001 s 24$South Mills Road :'�p Cj Ventura,California 93003 A fna►ac a��+a.-a�ao n►� tn»-ws-ssao sb , _ 4 _ WeL�t - - LAM BEAM SEE PLAN CLO BEYOND WOMIN SHT'G. \—CONN. TO TS s COL BEYOND PER �01 d'O.C. SIMPSON 'HGU . MANGER BF—yZxvf0 i Ka.21 9 * . 12.3 THIS DRAWING SHALL ANEW AND StiPpIS Wff ORKWU OF C A SPECMAT10NS AND COR R OOCUIENTS ONLY TO THE EXTENT SPECMULY SHOWN OR NOTED. TITLE PARADISE GROUPp LAKEE ELSINORCEI✓o 31201 AUTO C&TER DRIVE - LAKEELSINORs CAUFORNIA CONSULTINO STRUCTURAL CNOINCCRO 2"�+_ft f�:tf_Ro" SR�24 +No IN. "OM ST- UN AAQ=M CM."RA M SM17 Yeatiuua,7i7uY�IrCalifoliil3 itais\Wi9�3003 ■ Tpo�blt, a+>D-�+�-auo FAX aI�-.a>'-sseo JUN. 29. 2005 11:49AM RASMUSSEN AND ASSOC. N0. 215$ P. 2 W 2 Wus W 2 y y N N lA I.- � ��O20 mp= C_ l p j 30►-0 �¢ U N Z cc xm¢I--'o ccU G ¢=N 2�Z t0 ccQ O�"dfOW6 Q W Z�2U�2 U ON G O��O O v3 ¢w� U U W S 2 6 U SNEER sc s w z z uo W N 0 2 f1J v Q "o a'o' = Q y N 6 ! �vzrzauoi�y U M. w a N N V U 0czuiUO t=cc � 06 Z �- @ W►-ao=W Q 0 06s sac y�l �� azmw.=- -' } y� \ 3QUOy 'a ` ' m Z ccU1 ccOJ.n¢'c Z W d w Q W W O Z W OpyOY otS [9 W U 2¢ ' O Sf-WaN - ui O�� 3• K ;z W W(y2>O_N Q W •� O S. WO<LL CC Q t� 2 ¢Ocq¢u.w0 m 0 `? �- gt. r/ . 14, 2005 9:26AM_45374RASMUSSLN ANU ASSUG. DND � Nu. i I5 `" J �'SSISPEC.C4M Joe No. wttNEcr._._ DATE _.....w_ _----.---_..�— w Standard Aw WbWbw,Co 96492 SHEET NO...._.. �E.--,.,R^ aE 2 YL x%lca o,c T QL9 1'L` lucfts 0•C meld Io or 11 d ��a t _ Anxe 1r r °`Sf m I Av QROfE:Ssd '' tq�� KAW4 �•" �� s7 P NO EXCEPTION TAKEN MAKE CORRECTION NOTED Cl No.21 S � REVISE AND RESUBMIT 0 � * p.12-3 -2005 REVIEW OF THESE SHOP DRAWINGS IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION �grl9UCTUP Q�� GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE �} REOUIREMENTS OF THE PLANS AN:)SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOf caL�Fo i/ FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;AND COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES. U' BRANDOW VJO NS ON ASSOCIATES, Stru ural Engineers DATE BY 4 �3 14 2005,5 24A�o3 ftASMl1SSEN AND ASSUC. DOCW _ NU. 1615�N• j14".�_...r.. r S515PEC-COM 700 NO. PRoJEG'T End.M� DATE,. 340 Stw dad AM WMdMr,Ca"M I SHEET NO, 2 t• i - o KAW40 Fy /+ y W�siO �•t VC \� r W No. 50 m Exp. 2.31-2005 716105 s �� r9LCTU gTFOF CAL%FOQ l...�L c.4 0 �yc� �-17 1es aftv 7"D 6,*J IL ss�Pr - of f� LJLJ n4 U16 Z�( cow Lrl dl,f (a J�I-f Al4ql OAJ /1, 1 8 90( I ( Ts zyz�2/�x�16 LO Z6� t � i U / �QaOFES.S/p,� cc 9 G+ HC3 W AA s�9,►r9�CTUP 7 L a S Orr lFOQ, / CAL S?��WC410 tj Lt iWOW9,0011 • • M EMORANDUM B&JA#04115 Date:05-06-05 (Rev. 04-30-05) TO: Jay Lomagno/Rasmussen &Associates FROM: Isao Kawasaki LOS ANGELES SUBJECT: Lake Chevrolet NEWPORT BEACH As requested,we have reviewed the acceptable thickness of non-shrink grout under column base plate and determined that the thickness of 1°to 40 will be acceptable. Where the space between top of concrete and base plate is greater than 4", pour concrete to provide 2" space and fill the 2®space with non-shrink grout. If you have any questions or need more information, please do not hesitate to call. OM SMAIE�l t 54zke Che„ae-Th5dmss d rwns"grow undo cd mn base pWe.02.vvd QPpfESSlps,. QUO Y`A�gS CO . s 76fo�' No.2 0 E .12 1.2 r sr9u DPP Qz�Q 1660 WEST THIRD STREET•LOS ANGELES, CAUFORNIA 90017•(213)484-8950•FAX(213)483-5550•bja@bjase.com APR; 28. 2005 10: 19AM RASMUSSEN AND ASSOC. NO. 1159 P. i MEMORANDUM DATE: 28 April 2005 TO: Brandow& Johnston Attn: Isao Kawasaki Via Fax(one Page) (213)483-5550 FROM: Jim Hanafin PROJECT: Lake Chevrolet SUBJECT: Parapet wall heights R &A PROD. NO: 030701 Refer to sheet A4.1, along column line 10 of the service building, between H and G, please note TOP and TOS at sheathing and parapet. Contractor noted significant height differential is any diagonal bracing required at 12" CMU parapet wall? Please review and advise. Thanks. Jim P.M=Toi Lau r Aw No diagonal bracing will be required. The wall has been designed to cantilever 10'-8" above top of sheathing. oQAOFESS�Qt, VCAWgs �L rvo.215 x . 12- -2005 �rAVCt�1Rp� 9rFOF CAL�FOQ, Rasmussen&Associates,248 South MHIs Road,Ventura,CA 83003,(805)644-7347 FAX(805)644-8002 f min. 17. tvv? 1 t.Y71 m nnvmvvv�n nnv nvvv�, nv. I vJ I - TO : Brandow &. Johnston MEMORANDUM DATE: 19 April 2005 TO: Brandow &Johnston Attn: lsao Kawasaki 1 Via Fax(one page) �oQ,oFESSio4, FROM: Jay Lomagno �4,QyV. KAWgs9iy� W No.21 PROJECT: Lake Chevrolet X . 12 1-20 5 SUBJECT: Structural Questtons �ysr9"CTtlPP�?`� ro� 7 R: A PROD. NO: 030701 OF CA1.�F 1/�/O Some Issues for today. 1. Have you had a chance to review my questions regarding detail 7/S-5.1 that I faxed to you on Friday? Y � , f FZr- � 5V Jftel�e 2. We need a letter stamped and signed b you stating that the drypack material may be used on column bases from V to 4- In c�mess. Thisis to satisfy the City inspector. ( Detail 25IS-5.1. How Is the HD to be shimmed on the glu-lam side to allow it to align with the HD on the concrete block? Is the strap to be welded to the HD or are the V botts though both the HD and the strap enough to transfer the loads. 4. Detail 131S-5.1. Can the rypack material be eliminated If the top of the block Is smooth and level? � S . /F— Yj N,fICL✓�.. Thanks, OA) 7 Cc: Leo DeMarre Y P.%%M=Ub 3• Grf ¢X lJop,p 7D ae V6,r�`!i Qom+++++ +X n,sadat .2"SaM Nips Rw,Verdum CA 931)03.(8Db)84&"47 FAX(808)844.6082 1ArR. 12. im wtirm nnamvooLR env nvvvv. — — „V. - TO': Brandow & Johnston fit ' MEMORANDUM DATE: 15 April 2005 TO: Brandow&Johnston Attn: Isao Kawasaki Via Fax(one page) FROM: Jay Lomagno PROJECY: Lake Chevrolet SUBJECT: Service Building Roof Framing R &A PROD. NO: 030701 /Vbng column line M of the service building detail 7/S-5.1 is called out. This detail requires a HD14A hokdown of which the anchor bolts are fairly long. To assist will alignment issues, the contractor has Inquired If shorter anchor bolts could be used and add couplers to the bolts at the time the hold down is installed. Please get back tome as soon as is practical. Thanks, Jay oQ�pFESS/gy. YA y y!a s! O >' W � No.21 r m �+ Vo 3 Cr. .f2- •20 5 9 -CNPP� lF OF 6 v f Y 0--w—a s*.-45r m M anift UMS Road.Venturi.CA 93003.1800 OWN7 FAX(808)6448082 • a • M � 1 NEE l qti' > o p a yp ,6¢ 0 3� . a }a < v --— —— � •� ,c a `� c> � `_ W y�QJ . VT is b�1S�c.1 1c S�4 d aD w � � r r r M \ 14_ / GUARDRAIL. SEE FLOOR d / PLAN, DETAIL NOTED n LITE WE16HT GONG. OVER FLOOR SHEATHING TW 7-04 X07 STRUCTURAL BEAM. SEE STRUCTURAL DRAWINGS GYPSUM 50ARD 2X FRAMIN6 > J*7U.AO 15 \ 13. QAOFESS/pN KAWAS No.2 p m Ex . . 1. 9r UCTUA �� r SOP CALlf NALL/50FFIT FRA1�IN6 AT OFEN 5TAIR SCALE I" 1 1'-01' J mnn. 31. LVV') IL-'30rM RMJMUJJLn MIV MO%)VV. 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TNT DRAFTING, INC RF:1 1bM AnW Robe 4608 R. 1. ofESSr RancKo C gmonga j CAA SI M O P _ �Q� o KA Vol"(009).948-1723 4x.(90)46" P Q iz No. IN TO: Ex . -31-2 F" "'�rn•�r�_ • fly r'9UCTO, Fax#; " F of C L%*° . #alb 2,04 — 1 A; t sJoin aw 1 . . - . • •� +' �Ec�• 20fS-f:6 rira 1 �'�►oti�ta�C� �s1�� �. *LAO • Svc_ Gov ' A(Wi4wl� o� + r•o WL MOT. • eav P��' �►T' o� oa.rrr► , �V R, •~ i - awa _ EXTERIOR COLUMN FOOTING g �� 9 a tltt a @T "m To '»Q 4£L6f TLTS6: MN ?Aw GV: �-- .{►�.�C.Y. -� .J7�t����ili iP1100 ��R71LY.O iv+. . JaL .i1ii Y�I11.7J 7q ^mow. v� ILE Ne.118 13 '04 10:02 ID*-TK D?lftlne FAXIMs M �o PAW 14 ' TNT DRAFTING, INC R'Fl '10722 ARoNr Roulo�6 Renato CU�mongao CA 01730 RR# �QaaFESS/�,y. Aft(909)948-1'4 KA Wq FSX � �Jr� �4B50 �Q�' O Fy. :Ta No 150 m ' Ex . 2-31-2005 COO s Fmit �j9rr9VCTU�P� Om flef Pow- , it Cal.' t N rge GL Nlyrg- i- ' ViD, <p A9OL . goo 46 b 0� M COL• L ' /J�� 3 �t� �Wrep— � A JMW S pw f � _ • b • RkAND sm • • *PIP � AT SK OF ' • 7M {A96 sAdIDA us AL OL S>� PNW ' BRACED FRAME CUK UAW,AT ,FXTMOR 4 9d wula:eT "M To 'Z;aQ J v9GtLTM: 'QI ?dj PpIJ.�fla aWQ: K- A Brandow&Johnston Associates Tittle : ...Mew... Page:1660 W.Third Street Job# : ...New... Dsgnr. Date: JAN 28,2005 Description....Angeles,California 90017Description....2134184-895o phone 213-483-5550 This Wall in File:C:1Documents and SettingslUseADesktop j Retain Pro 6.0,23-Sep-20M i01 Cantilevered Retaining Wall Design Code:1997 USC Criteria 'Soil Data j Footing Dimensions&Strengths Retained Height = 4.00 it Allow Sal Bearing = 2.394.0 psi Toe Width = 0.50 it Wan height above sal = 5.00 It Equivalent Fluid Pressure Method Heel Width 5.00 Heel Active Pressure - 42-0 psf/ft Total Footing Widtt - 5.50 Slope Behind Wal = 0.00: 1 Toe Active Pressure 40.0 - �� Footing Thickness _ 12.00 in Heigh of Soil over Toe = 0.50 in Passive Pressure = 350.0 pst/ft Soil Density = 110.00 pcf Water height over heel = 0.0 it Key Width = 0.00 in Key Depth 0.00 in FootingliSoil Frictior = 0.350 Key Distance from Toe 0.00 It Wind on Stem = 35.0 psi Soil height to ignore fc = 3,000 i F 60,000 psi for passive pressure = 12.00 in Ps y = P Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover®Top = 2.00 in ®Btm.= 3.00 in Design Summary Stem Construction Tap Stem Stem OK Total Bearing Load = 3,784 lbs Design height ft= 0.00 ...resultant eoc. = 9.41 in Wall Material Above'HP = Masonry Soil Pressure®Toe = 1,277 psf OK Thickness = 12.00 Soil Pressure®Heel = 99 psi OK Rebar Size = # 5 Allowable = 2,394 psi Rebar Spacing = 24.00 Soil Pressure Less Than Allowable Rebar Placed at Edge ACI Factored®Toe = 1,787 psi Design Data - - ACI Factored®Heel = 139 psi fb1F8 r fa/Fa _ OS57 Total Force®Section II%= 511.0 Footing Shear®Tce = 7.3 psi OK Moment,,,,Actual ft-#= 1,585.5 Footing Shear Hest = 3.1 psi OK Allowable9'3_i psi Moment.....Allowable = 2,847.4 = Wall Stability Ratios Shear.....Actual psi= 5.1 Overturning = 4.40 OK Shear.....Allo»able psi= 51.5 Sliding = 1.91 OK lap Splice If Above in= 25.00 Sliding Catcs (Vertical Component NOT Used) Lap Splice if Below In= 6.39 Lateral Sliding Force = 700.0 lbs Wall Weight = 133.0 less 100%Passive Force-- - 14.9 lbs Rebar Depth 'd' in= 9.00 less 100%Friction Force- - 1,324.5 lbs Masonry psi= 1,500 ry Data Added Force Req'd = 0.0 lbs OK f1 psi= 2 , 00 for 1-5: 1 Stability = 0.0 ibs OK Solid Grouting = Yes Footing Design Results Special Inspection = Yes Modular Ratio'n' = 25.78 e Heel Short Term Factor = 1.330 Factored Pressure = 1,787 139 psi Equiv.Solid Thick in= 11.60 Mu':Upward = 482 5,091 ft-# Masonry Block Type=Normal Weight Mu':Downward = 61 7,460 it-# Concrete Data - - -- -- - Mu: Design = 421 Z369 it-# Pc psi= Actual 1-Way Shear = 7.33 3.07 psi Fy psi= Allow 1-Way Shear = 93.11 93.11 psi Ocher Accepubk Sizes at Spas j Toe Reinforcing = #7® 11100 in Toe: Not req'd,Mu<S'Fr , Heel Reinforcing = #6® 14.00 in Heel:Not req'd,Mu<S'Fr QP0FESS/0* Key Reinforcing = None Spec'd Key. No key defined �0 KAW4s'4lFy y yP '4 No.2 0 m * x . 1 1- 5 ��qrF t7U ASP OP`'\P 7 5 , rn Rrandow&Johnston Associates Title : ...New... Page: 1660 W.Third Street Job# : ...New... Dsgnr. Date: JAN 28,2005 Los Angeles,California 90017 Description.... 213-484-8960 phone 213 483-5550 fax This Wall in File:C:MDocuments and Settings\User%Desktop Retain Pro 6.0,23-sep-MM(01989-2M Cantilevered Retaining Wall Design Code:1997 UeC Summary of Overturning&Resisting Forces& Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment ttern lbs ft ft-4 lbs ft ft-# Heel Active Pressure = 525.0 1.67 875.0 Soil Over Heel = 1,760.0 3.50 6,160.0 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 0.00 Load®Stem Above Soil= 175.0 7.50 1,312.5 Soil Over Toe = 2.3 0.25 0.6 Surcharge Over Toe = Stem Weight(s) - 1,197.0 1.00 1,197.0 Total = 700.0 O.T.M. = 2,187.5 Earth®Stem Transitions_ Resisting/Overturning Ratio = 4.40 Footing Weigh = 825.0 2.75 2,268.8 Vertical Loads used for Soil Pressure= 3,784.3 lbs Key Weigh = Vert.Component Vertical componerit of active pressure NOT used for soil pressure - - -- - Total= 3,784.3 lbs R.M.= 9,626.3 OOOFESS14, O KAW4S ql� No. 0 rn Exp. -31-2005 s � � �% r'9UCT09' 9lFOF CA��FOP 7/6/o 5 _ J Bmridow&Johnston Associates Title . ...New... Page: 1660 W.Third Street Job# : ...New... Dsgnr: Date: JAN 28,2005 Los Angeles,California 90017 Description.... 213-484-8950 phone 213-483-5550 tax _ - This Wall in File:C:13ocuments and Settings\Useed)esktop Paten Pro 6.0,23-Sep•2002,(c)1W9-2002 Cantilevered Retaining Wall Design Code:1ss7 ueC Criteria Soil Data Footing Dimensions&Strengths Retained HekPub = 6.00 ft Allow Soil Bearing = 2,394.0 psi Toe Width = 0.60 ft Wall height above soil = 5,00 ft Equivalent Fluid Pressure Meftiod Heel Width 6.00 Heel Active Pressure - 42.0 psf/ft Total Footing Widtt - 6.50 Slope Behind Wal = 0.00:1 Toe Active Pressure = 40.0 psttft Footing Thickness = 12.00 in Height of Soil over Toe = 0.50 in Passive Pressure = 350.0 psM Soil Density = 110.00 pet Water height over heel = 0.0 ft Key Width = 0.00 in Key Depth 0.00 in Foatirig11Sal Frictror = 0p Key Distance from Toe - 0.00 ft Wind on Stem = 35.0 psi Soil height to Ignore for passive pressure = 12.00 in rc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover®Top = 2.00 in ®Btm.= 3.00 in Design Summary Stem Construction , Top Stem Stem OK Total Bearing Load = 5.740 lbs Design height ft= 0.00 ...resultant ecc. = 1022 in Wall Material Above'W = Masonry Soil Pressure®Toe = 1,677 psf OK Thickness = 12.00 Soil Pressure 0 Heel = 189 psi OK Rebar Size = # 5 AlkswaWe = 2,394 psi Rebar Spacing = 16.00 Soil Pressure Less Than Allowable Design Date Rebar Placed at = Edge ACI Factored®Toe = 2,208 psi ACI Factored®Reef = �r psi Total +fafFa = a71a Total Force®Section lbs= 931.0 Footing Shear®Toe = 9.4 psi OK Moment....Actual ft-#= 2,999.5 Footing Shear®Heel = 5.3 psi OK Moment...Allowable = 4,202.0 Allowable = 93.1 psi Shear....Actual psi= 9.5 Wan Stability Ratios Overturning = 4.39 OK Shear.....Alknvabla psi= 51.5 .'! Sliding = 1.68 OK Lap Splice tf Above in= 25.00 Silding Catca (Vertical Component NOT Used) Lap Splice!f Below in= 6.39 Lateral Sliding Force = 1,204.0 lbs Wall Weight = 133.0 less 100%Passive Force-- • 14.9 lbs Rebar Depth 'd' in= 9.00 less 100%Friction Force= - 2,009.1[bs Masonry Data i- 1,500 Added Farce Req'd = o.o lbs OK ....for 1.5:1 Stability = 0.0 lbs OK Fs psi= 20'000 Solid Grouting = Yes Footing Design Results Special Inspection = Yes Modular Ratio'n' = 25.78 _j[2R_ ...Heel Short Term Factor = 1.330 Factored Pressure = 2,206 265 psi Equiv.Solid Thick. in= 11.60 Mu':Upward = 600 10.859 ft-# Masonry Block Type=Normal Weight Mtn':Downward = 61 15,628 ft-# concrete Data -- ----- --- - -- - ---- Mu: Design = 539 4,769 ft-# rc psi= Actual 1-Way Shear = 9.40 5.34 psi Fy psi= Allow 1-Way Shear = 93.11 93.11 psi Otbv fin a Spaded Toe Reinforcing = #7 0 18.00 in Toe: Not req'd,Mu<S'Fr Heel Reinforcing = #6 0 14.00 in Heel:#40 11.75 in,#5® 18.25 in,i#6®25.75 in,#7®35.25 in,#8®46.25 in,#9®4 Key Reinforcing = None Speed Key: No key defined �oOOESSlogy, ��Q O\tAWgs9 h P � X y No.215 M Exp. 12• •2 05 9UCT\)PP P�\P 7/6 0 5 FOF CAl\F� � l Brandow&Johnston Associates Titre : ...Now... Page: 1660 W.Third Street Jab# : ...New... Dsgnr: Date: JAN 28,2005 Los Andes,California 90017 Description.... 213-484-8950 phone _ 213-483-b550 fax This Wail in File:C:1Documents and SettingslUserlDesktop —�Retain Pro a 0,xi~sep•2002,(c)lsa9-2oox Cantilevered Retaining Wall Design code:IM UBC Summary of Overturning&Resisting Forces& Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment ftem lbs it ft-# Ibs ft ft-# Heel Active Pressure = 1,029.0 2.33 2,401.0 Soil Over Heel = 3,300.0 4.00 13,200.0 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 0.00 Load ®Stem Above Soil= 175.0 9.50 1,662.5 Soil Over Toe = 2.3 0.25 0.6 Surcharge Over Toe _ Total = i,204.0 O.T.M. = 4,063.5 Stem Weight(s) = 1,463.0 1.00 1,463.0 Earth®Stem Transitions_ Reslsting/Overtuming Ratio = 4.39 Footing Weight = 975.0 3.25 3,168.8 Vertical Loads used for SoU Pressure= 5,740.3 tbs Key Weight = Vert.Component Vertical component of active pressure NOT used for soil pressure -" -- Total= 5,740.3 Ibs R.M.= 17,832.3 y� o?IPFESSiO Q O KA Wq�� 0 � No 150 m 2-31. 005 s C ��9pF OVCTIi F�Q�\� 7/6/0 J CALL s� Afx,- C �xoc.h7 BRANDOW & JOHNSTON ASSOCIATES ' . SHEET No.: rfr ' FM- DSO CONSULTING STRUCTURAL ENGINEERS 108 No.: 1660 W.Third St Los Angeles,CA 90017 EocATla�t: K� C-4 (213)484-8950 DATE: M14• [fCOG� /y�/itG S• 20301 S.W.Birch St Suite 100,Newport Beach,CA 92660 ENGtNEEa: Y7L t/i�17 (949)476-8319 13-3 r wo` 3 rirf6 8iz � for -�/r�► 1 SS$ T/tG �Pvs�ffit 4�'!'Pv7 ff-� zy VmRk Z/2 O 7s GSic a Ss1- 4 3 Sr Xtr�� 4 rs�)�-7-S T I' ) 3,r, S/!C TiIE eosi��-t�/C D�tP� vsF w/sxr� OQROFESStp KAWgFy w No.21 m Cr . 12- - 5 s s� TgVCTUPP ��Q ` 4�FOF CA%SF / O✓ r RAMSBEAM V2.0 - Gravity Beam Design Lic4nsed to: Brandow & Johnston Assoc. Job: Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = W8X10 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Top Flange Braced By Decking LOADS: Self Weight = 0.010 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 8.50 0.59 0.00 0.00 Yes Yes Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DU Pre DL2 LL1 LL2 0.00 17.00 0.105 0.105 0.000 0.000 0.100 0.100 SHEAR: Max V (kips) 2.12 fv Mai) = 1.58 Fv = 20.00 MOMENTS: Span Cond Moment ® Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 10 8.5 0.0 1.00 15.78 32.70 15.78 32.70 Controlling 10.3 8.5 0.0 1.00 15.78 32.70 --- --- REACTIONS (kips) : Left Right DL reaction 1.27 1.27 Max + LL reaction 0.85 0.85 Max + total reaction 2.12 2.12 DEFLECTIONS: Dead load (in) at 8.50 ft = -0.359 L/D = 569 Live load (in) at 8.50 ft = -0.210 L/D = 970 Total load (in) at 8.50 ft = -0.569 L/D = 358 OQROFESS/pH yQyPO KAWgs�Fyc No. s 0 m Exp. 1 -31.2005 r9VCTUAP �Q rF � 71d/oS Op CAMEO N�8 RU SBEAM V2.0 - Gravity Beam Design Licensed to: Brandow & Johnston Assoc. Job: Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = *W12X14 Fy = 50.0 ksi Total Beam Length (ft) = 15.00 Top Flange Braced By Decking LOADS: Self Weight = 0.014 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 6.11 0.00 3.15 Yes Yes SHEAR: Max V (kips) = 4.74 fv (ksi) = 2.07 Fv = 18.75 MOMENTSYes: Span Cond Moment Cq Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 35.1 7.5 0.0 1.00 28.28 33.00 28.28 33.00 Controlling 35.1 7.5 0.0 1.00 28.28 33.00 --- --- REACTIONS (kips) : Left Right DL reaction 3.16 3.16 Max + LL reaction 1.57 1.58 Max + total reaction 4.74 4.74 DEFLECTIONS: Dead load (in) at 7.50 ft = -0.295 L/D = 610 Live load (in) at 7.50 ft = -0.149 L/D = 1208 Total load (in) at 7.50 ft = -0.444 L/D = 405 OQPOFESSIp Y 1CA Wq t�_1 � t No. 50 Ex . 1 31. 5 slgr r9VCTU?-' FOF CAtOF 0GHrsv Leo Lr-y BRANDOW & JOHNSTON ASSOCL4TES .. : s" N0 H6 9 FOR. CONSULTING STRUCTURAL ENGINEERS JOB No.: 1660 W.Third St.,Los Angeles,CA 90017 k//S LOCATION: U[fG rr./Ljr) C.¢ (213)484-8950 DATE: rrEm: 20301 S.W.Birch SL Suite 100,Newport Beach,CA 92660 ENGINEER pAltAlr> G.v e e r o ct 6 (949)476-8319 �T. 1-25)(3.zS/, )(/,61/Z) 1k2XrZ o•� /43 _ 2/S6 G••vvp /jz P�iwao-p B�C� ! `�� �T„uGw � 2�0 ��• �%3y� PcYw�-� js oy Stcg� T t xr2 O1CAi'/,�S y 0P �i Z No.2 12 1• --9 7, 2B k 4B = Bsz < 4�S 16 grFOF CAL\*oQ 7 /19/0 v s/5 s r/z S/M�SaN ST�aIo t rt PROIECT' IV'( CftaVA7f-4 y BRANDOW & JOHNSTON ASSOMTES ". ' SHEET NO.: H7o FM CONSULTING STRUCTURAL ENGINEERS JOB No.. 1660 W.Third St.,Las Angeles,CA 90017 DATE: LOCATION: may{ Jrd S�n,arc�) C I� (213)484-8950 20301 S.W.Birch St Suite 100,Newport Beach,CA 92660 cf t I /oCrtto CGd-. (949)476-8319 ENGINEER: r7 1 � ( �2SX X 2S i) t 7 8S �G ri Pk C/t �sF�C 2SJt 27'/ _ �•� Lf 4 �ifirr wiz r?7-ssCr-�i� S�zAv SiY3�s '> dsIm 6X e 1`7 O91kpFESSlp;� KAWgs y P �+ No.2 0 m 12 1- s l9UCT A FOF CAL%* Capacity of Wood Column Project: Lake Chevrolet Job# 04115 Subject: 4°x4"(14'0"Post) OASMaN XI VW4:4POW-dS)%Mwn Input : b(in)= 5.5 Fc(psi) = 1450 CD (psi) = 1.33 d(in) = 7.5 Fc r (psi) = 625 CM (psi) = 1.00 lex(R)= 13 E(psi) = 1,700,000 C r (PSI) = 1.00 ley(R) = 13 Ka- (psi) = 0.3 CI (psi) = 1.00 c= 0.8 CF i = 1.15 output: (le/d)x= 20.8 (le/d)y= 28.4 F= E(Cw)(CT)(Ct) d = 1,700,000 psi KCEE b FcE [(I,/d)y 633.9 psi F' = Fc(C M)(C F)(C I)(C D) 2217.775 psi F� + 1+F, F C Z 1+ F�/Fc �_ 2C � Z ) = 0.266 F, = 591.0 psi IAIlow. P= 24,379 lb oQAofEss o, O KA�gS �y CO G� UwJ No.2 0 m Ex . 12 1- 05 tPr9rF PVC TV FOP�`P C AL F POSTALANNEX® YourHome Of iceo i CL PALM PLAZA + 26489 YNEZ RD.#C•TEMECULA,CA 92591 (909)296-9844 FAX(909)296-9845 BRANDOW & JOHNSTON ASSOCIATESITT Consulting Structural Engineers Transmittal - [✓] 1660 W. Third Street, Los Angeles, California 90017 Tel. (213)484-8950 Fax(213)483-5550 Date: 02-12-05 [ j 20301 S.W. Birch Street,Newport Beach,California 92660 Tel. (714)476-8319 Fax(714)955-0794 B&JA No: 04115 To: DMD construction 41637 Margarita Road,Suite 102 We are transmitting Temecula,California 92591 ❑ U.S. Mail ❑ Messenger Attention: Mr. Ed Tuer ❑ Federal Express ✓ UPS From: Isao Kawasaki ❑ California Overnight ❑ FAX pages including this page. Please contact our Project: Paradise Group,Lake Elsinor office if you do not receive 3201 Auto Center Drive all pages. FAX No.() Lake Elsinor,California Copies: ❑ Prints ❑ Specifications ❑ Shop Drawings ❑ Calculation ❑ Tracings ❑ Reports 2 each Revised details SR-13, 14,and 15 Comments: G Reviewed by B&JA as Noted ❑ For your Review ❑ Information ✓ Noted Below Mr.Tuer: As requested by Jim Hanafin of Rasmussen&Associates,we are transmitting you two copies of wet signed revised details SR-13,14,and 15 for Building Department approval. If you have any questions,please let us know. Thanks, Isao Copies To: Jim Hanafin/Rasmussen&Associates FAX (805)644-8082 FAX FAX 005 >t _ 1 141 ( �YP> b � - l oQapPEsslp,,_ —-- 1pfM6 0 KAW q No.215 p.12.31 .5 rqucTu�* �`! �rF OF `� THIS DRAWM SHALL AMEND AND CAt SUPPLEMENT ORMWAL DRAWINGS, SPECFICATIONS AND CONTRACT r SHow oR EXTENT PROJECT: SHEET TITLE. PARADISE GROUP LAKE ELSINOR �Gb x � /S �C A�,C�pzns 31201 AUTO CENTER DRIVE --- - LAKE ELSINOR CALIFORNIA ECTNO. . BRANDOly a JOHk=M ABSOCIAM Rasmussen&Associates 0411 CONSULT+NO STRUCTURAL CNOINCER! '/�_O� SR-12 248 South Mills Road J a Ili +eso W. T►•uc sr.. ws cue, cx�roR►�u °°°" Ventura,California 93003 >ntAlOLt (2+�-.a+_a�o riuc uslo(2+ay-+ -S y V a++ Ald FEB 152005 2'# cavT DO X BARS .tlf AVERVOOFIN4 • r �r it `� Holt . w r,= � Ta I z G" = r' • 5=D'i�f N B 3 a* -} P evN r BArR 5 s s i-zaOs CUSS ?�iv y'ou S'—�� �,� ucn►A*Qfi`! nay ORAmm amu MM A rc L ZFEW G►WWAMCOM)gACT }: OOCUMOM ONLY TO TM E M MT Z l� SPEGWICALLY SHOWM CO MOTM PAR;AOiSE GROUP UKEER 1NOR "'�R�T�/�Iinl� WAG SCHFpUL,E' 31201 AUTO CEDER C LAKE IN2& CAUF'ORNIA BR AW t fON*3 N ASSWIAMS Raunusm&Associlta l?4115 CO"ULTura srwucrUftAL 91,091,99fes 2"South Milts Road SR'- 14 ' isso W. no" sr_ ws A#.V=& eKaow. 000*s Veudua,t alifomia 93003 m,anec t„�.s�a�o nm Oki FEB 152005 _ T, b 2— TqP j2 14--at G LtU47 A,e 40/t -M- � � z Z- Z`�� QAOFesrr� � N 3 KA W4,p \� Q Mo. 50 -31-2005 s .. s�,Tf9�cTva� TM DRAW NG MIALL AAMM AND E OF C SUPPLEAEM ORiOINAL DRAWENOS, SPEWICATUM AND CONTRACT 1L - OOCIAENTS ONLY TO THE EXTENT SPEMCALLY SHOWN OR NOTED. PARADISE GROUP LAKE ELSINOR Typ SLAM oN 44ows OR140 4� 31201 AUTO CENTER DRIVE � � 8 3 LAKE ELSINOR9 CALIFORNIAPRGJECT No.' BRAND01 t JOXNB' M AB80C/ATB.4 Rasmussen&A�iata 041 15 H CONSULTING STRUCTURAL CNO,NClCRS 248 South MiUs Road Zft:"(1--�j` SR-�5 L 1860 r. TW" ST_. � man. e�� Owl? Ventura,California 93003 rng+�o�c c:u3-.a.-e�so rNc u�ar••s-s�o an coy 0 kl FEB 15 2005 n - 1 , 1 G8o ' - D QapfEss�� — KA Q k0.21 . 12 1 ` - m ., �+�' rgllCTUQ`� ��� �lF OQ TM DRAWING SHALL AMEND AND OF A SUPPLEMENT ORKHMAL DRAWINGS, SPEWICATIONS AND CONTRACT 1/ D DOCUMENTS ONLY TO THE EXTENT f SPECIFICALLY SHOWN OR NOTED. PRMCT: SHEET T"v- PARADISE GROUP LAKE ELSINOR /&/x 0/-- �/sngo- 0-voy ,�oGZs 31201 AUTO CENTER DRIVE _--- -- - LAKE ELSINOR9 CALIFORNIA - - BRANCi01 & JOHMMM ASSOC1APAW Rasmussen&Associates k ROjECT 5 HCONSULTINO STRUCTURAL ENGINEERiD� ����� �- `M �" `'-'' ALt°�' °O°I' 248 South Mills Road Veatura,California 93003 mLPHO�: (21I)-Ii&—e= W. 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DO" ss_ � .►.otui c ura�a.. oeo,s t71s �sta�.sc c:,n-.a.- so ►, a�s�-.a,-sxo VaWa,Catifmmia 93003 D FEB 15 2005 g 3x �4' % 2— -rat uc c ��v4' 12 ,Ole -M- i � 8 A �1 QaaFEssrq,� � C N 3 KA w'�S � V No. 50 � 1 -31- 1PJ, r'9�1CTVP' ?�! �tF OQ THIS DRAWING SHALL AMEND AND OF CA F SUPPLEMENT ORIGINAL DRAYWW" SPECFICATIONS AND CONTRACT DOCtl1ENTS ONLY TO THE EXTENT f SPECFICALLY SHOYMN OR NOTED. PARADISE GROUP LAKE ELSINOR tYP.915M O,v AZO/V$ OR110 LAKE ELSINOR CALIFORNIA wwcwROJECT No. . -O)U)f W & 10HNSi M ASSWIMS �„�I&Associates 0411 CONSULTING STRUCTURAL CNOINCCRs 248 South Mills Road r t� SR r 5 tp 16" W. TNtl ST.. "M MOGCU& CALWORNM 90017 L 1n0•4010L u14-466-400 ►.Ir (243)-463-S&W Ventura,California 93003 all W D FEB 15 2005 PisTALANNEK, YourHome Office© i E c ` E PALM LAZA 26489 YNEZ RD.#C-TEMECULA,CA 92591 (909)296-9844 FAX(909)296-9845 BRANDOW & JOHNSTON ASSOCIATES • • Consulting Structural Engineers Transmittal - • [✓j 1660 W. Third Street, Los Angeles, California 90017 Tel.(213)484-8950 Fax(213)483-5550 Date: 02-12-05 [ j 20301 S.W. Birch Street,Newport Beach,California 92660 Tel. (714)476-8319 Fax(714)955-0794 B&JA No: 04115 To: DMD construction 41637 Margarita Road,Suite 102 We are transmitting Temecula,California 92591 ❑ U.S. Mail ❑ Messenger Attention: Mr.Ed Tuer ❑ Federal Express ✓ UPS From: Isao Kawasaki.9& ❑ California Overnight ❑ FAX pages including this Project: Paradise Group,Lake Elsinor page. Please contact our 1 P. office if you do not receive 3201 Auto Center Drive all pages. FAX No.() Lake Elsinor,California Copies: ❑ Prints Q Specifications ❑ Shop Drawings ❑ Calculation ❑ Tracings ❑ Reports 2 each SR-16-Revised detail 7/S-1.1 2 each Mortified plan S-2.4 Comments: ❑ Reviewed by B&JA as Noted ❑ For your Review ❑ Information ✓ Noted Below Mr.Tuer. As requested by Jim Hanafin of Rasmussen&Associates,we are transmitting you two copies of wet signed revised details SR-16 and S-2.4 for Building Department approval. If you have any questions,please let us know. Thanks, Isao Copies To: Jim Hanafin/Rasmussen&Associates FAX (805)644-8082 FAX FAX np� aFEB 1 yUJ r \ SEE SPLICE 9 SEE SPLICE 9 3-#5 BARS SCHED. SCHED. U.N.O. D a • p o . o 1—#5 BAR U.N.O. SEPARATE 9( v DWL OPTIONAL D WALL ALTERNATE BARS D STEEL EA. SIDE 1—#5 BAR ' D _ U.N.O. ,Q • � p • o o N p r of o 6 2—#5 BARS WALL IV STEEL U.N.O. SINGLE LAYER r(AT UBLE LAYER PLAN FOOTINGS REBAR AT CORNERS & INTERSECTIONS 71 Q�yfESS/Qy_ No.21 .12 - m .. rAUCtU ��� =rE THIS DRAWW SHALL AMM AND OF C Al�FO� SUPPLEMENT ORIGMAL ORAtMRXM SPEWICATIONS AND CONTRACT 2 a/—'- DOCUMENTS ONLY TO THE WENT (� I SPECFICALLY SHOWN OR NOTED. PROTECT: Er 31A20D1 AUTO CENTER DRIVE INOR LAKE ELSINOR CALIFORNIABRAHm1 & 10HAt"M ASSOC1ATB.� ammmmWc440,jXq44e4 CONSNLTINO �JTRUCTu/!AL CNOIN6CRS — 10" n. "W" ST„ ws �cs. CAIWOM" OM1sad 93003 n Q ' FE515 2005 SEE SPLICE 9 SEE SPLICE rg 3-#5 BARS SCHED. - rZ HED. U.N.O. D D A. s 1—#5 BAR U.N.O. SEPARATE TY D DWL. OPTIONAL D WALL ALTERNATE BARS D ' STEEL 1 • . EA. SIDE . . D D 1—#5 BAR U.N.O. o o N I ' o WALL D� 2-#5 BARS STEEL U.N.O. SINGLE LAYER PLAN UBLE LAYER PLAN AT FOOTINGS REBAR AT CORNERS & INTERSECTIONS 7 I No.21 * .12 •25 1 'QUCT TM DRAWNG MALL AMEW AND 'rF OF CA �E�P KVPUowff ORltil M ORAW N6% WMVICATIOW AND CONTRACT 0� DOCUMENTS ONLY TO THE EXTENT W %C*lCAUY SHOWN OR NOTED. PROJECT: SKEET TITLE: PARADISE GROUP LAKE ELSINOR Der. -tc- 7 31201 AUTO CUM DRIVE LAKE ELSINOR CALIFORNIA BRAMMir & 1OHMB1 M AsswiArsas Rasmussen&Associates 04115 CONSNLTtNO STRUCTNRAf- :NOINC9PRU s.o r. .K,�o si cos ems. uwo�w aoo 248 South Mills Road Z-J Z—o.t` I a m0wom aln-...-.0 ,� c=cn-•u-5M Ventura,California 93003 G41✓�qd;¢f�l an P f FEB 15 2005